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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.7 Cr+₹2.8 L (1.04%)Rejected-Finance | ₹2.7 Cr+₹2.8 L (1.04%) | L2 | Rejected-Finance Other then lowest bidder |
| 3 | L3₹2.8 Cr+₹8.5 L (3.18%)Rejected-Finance | ₹2.8 Cr+₹8.5 L (3.18%) | L3 | Rejected-Finance Other then lowest bidder |
| 4 | L4₹2.8 Cr+₹9.0 L (3.35%)Rejected-Finance | ₹2.8 Cr+₹9.0 L (3.35%) | L4 | Rejected-Finance Other then lowest bidder |
| 5 | L5₹2.9 Cr+₹25.9 L (9.69%)Rejected-Finance G 16 JAY COMPLEX BELOW UMA CO OP BANK NIZAMPURA VADODARA GUJARAT 390002 | VADODARA | VADODARA | GUJARAT | 390002 | ₹2.9 Cr+₹25.9 L (9.69%) | L5 | Rejected-Finance Other then lowest bidder |
| Sl No | Description | Qty | Unit | Abhishek Enterprises L6 | M/S Tanisha Traders L7 | City Light L5 | divyarsh entrprise L3 | M/s godara infratech and power industries L8 | UMA CONSTRUCTION L1 | YP INFRA L4 | SHRI VANKALKRUPA CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Site Clearance of area clearing of shrubs, vegetation, grass, bush, weed, trees and saplings n. exc. 30 cm girth in any type of soil complete all as specified. | 2,395 | Sqm | 20 ₹47,900 | 15 ₹35,925 | 30 ₹71,850 | 6 ₹14,370 | 15 ₹35,925 | 7 ₹16,765 | 10 ₹23,950 | 5 ₹11,975 Lowest |
| 2.00 | M&L for surface excavation n.exc. (Not exceeding) 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil. | 525 | Sqm | 30 ₹15,750 | 21 ₹11,025 | 63 ₹33,075 | 9 ₹4,725 Lowest | 21 ₹11,025 | 10 ₹5,250 | 25 ₹13,125 | 400 ₹2,10,000 |
| 3.00 | M & L for rough excavation in loose/soft soil not exceeding 1.5 m deep and getting out complete all as specified and directed. | 1,957 | Cum | 190 ₹3,71,830 | 70 ₹1,36,990 | 225 ₹4,40,325 | 145 ₹2,83,765 | 100 ₹1,95,700 | 150 ₹2,93,550 | 25 ₹48,925 Lowest | 130 ₹2,54,410 |
| 4.00 | Removing excavated material exc. 500 m but n. exc. 1.5 km and depositing where directed complete all as specified and directed. | 2,036 | Cum | 550 ₹11,19,800 | 50 ₹1,01,800 | 120 ₹2,44,320 | 150 ₹3,05,400 | 60 ₹1,22,160 | 150 ₹3,05,400 | 25 ₹50,900 Lowest | 250 ₹5,09,000 |
| 5.00 | Forming embankment incl raising earth spreading n exc 30 cm th , levelling watering and ramming finishing to required size shapes etc n exc 1.5 m high from base complete all as specified & directed | 1,957 | Cum | 220 ₹4,30,540 | 71 ₹1,38,947 | 225 ₹4,40,325 | 160 ₹3,13,120 | 75 ₹1,46,775 | 150 ₹2,93,550 | 50 ₹97,850 Lowest | 150 ₹2,93,550 |
| 6.00 | Excavating in trenches n exc 1.5 m wide and n exc 1.5m in depth, for foundation, etc and getting out in soft/loose soil complete all as specified & directed. | 456 | Cum | 355 ₹1,61,880 | 125 ₹57,000 | 240 ₹1,09,440 | 260 ₹1,18,560 | 150 ₹68,400 | 200 ₹91,200 | 100 ₹45,600 Lowest | 150 ₹68,400 |
| 7.00 | Excavating in post hole each n exc. 0.50 cum , in soft/loose getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc. 25 cm, watering, and removing surplush soil to a distance n exc. 50 m and making good surface complete all as specified and directed by Engr-In-Charge.
Note : Necessary dewatering of water shall be included in the unit rate of item. | 29 | Each | 265 ₹7,685 | 200 ₹5,800 | 250 ₹7,250 | 190 ₹5,510 Lowest | 300 ₹8,700 | 200 ₹5,800 | 250 ₹7,250 | 350 ₹10,150 |
| 8.00 | M&L for hard core of broken stone or boulders of guage n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces complete all as specified and directed by Engr-In-Charge. | 163 | Cum | 2,050 ₹3,34,150 | 1,600 ₹2,60,800 | 1,350 ₹2,20,050 | 1,625 ₹2,64,875 | 1,788 ₹2,91,444 | 1,750 ₹2,85,250 | 1,000 ₹1,63,000 Lowest | 1,500 ₹2,44,500 |
| 9.00 | M & L for cement concrete 1:3:6 type C-2 (40 graded stone aggregate) as in post holes, foundation ,filling and mass concrete complete all as specified and directed by Engr-In-Charge. | 11 | Cum | 5,400 ₹59,400 | 4,500 ₹49,500 | 4,150 ₹45,650 | 6,000 ₹66,000 | 4,700 ₹51,700 | 4,500 ₹49,500 | 5,000 ₹55,000 | 3,500 ₹38,500 Lowest |
| 10.00 | M&L for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, choukhat for door and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by engr -in-charge | 2,250 | Kg | 170 ₹3,82,500 | 97 ₹2,18,250 Lowest | 115 ₹2,58,750 | 135 ₹3,03,750 | 125 ₹2,81,250 | 128 ₹2,88,000 | 100 ₹2,25,000 | 100 ₹2,25,000 |
Tender Value
₹3.1 Cr
EMD Value
₹3.8 L
Closing Date
17 Jun 2026, 6:00 pmClosed
Col Manish Dhaka CWE
HQ CWE (AF) Chiloda Military Engineer Services P.O CRPF Campus Vayu Shakti Nagar Gandhinagar 382042
PROVN OF TEMPORARY OTM DETT ACCN AT AF STN DEESA
2026_MES_766683_1
82328/DES/E8
Open Tender
Civil Works
Item Rate
270 days
Deesa
As per tender documents
7 documents required · 7 mandatory
₹2,000
GE (P) (AF) Deesa
₹3.8 L
10 Aug 2026
20 May 2026
19 Jun 2026
20 May 2026
17 Jun 2026
10 Jun 2026
20 May 2026 - 9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site Clearance of area clearing of shrubs, vegetation, grass, bush, weed, trees and saplings n. exc. 30 cm girth complete all as specified. | 2,395 | Sqm | - | - |
| 2 | M&L for surface excavation n.exc. (Not exceeding) 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil. | 525 | Sqm | - | - |
| 3 | M & L for rough excavation in loose/soft soil not exceeding 1.5 m deep and getting out complete all as specified and directed. | 1,957 | Cum | - | - |
| 4 | Removing excavated material exc. 500 m but n. exc. 1000m and depositing where directed complete all as specified and directed. | 2,036 | Cum | - | - |
| 5 | Forming embankment incl raising earth spreading n exc 30 cm th , levelling watering and ramming finishing to required size shapes etc n exc 1.5 m highh from base complete all as specified & directed | 1,957 | Cum | - | - |
| 6 | Excavating in trenches n exc 1.5 m wide and n exc 1.5m in depth, for foundation, etc and getting out in soft/loose soil complete all as specified & directed. | 456 | Cum | - | - |
| 7 | Excavating in post hole each n exc. 0.50 cum , in soft/loose getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc. 25 cm, watering, and removing surplush soil to a distance n exc. 50 m and making good surface complete all as specified and directed by Engr-In-Charge.
Note : Necessary dewatering of water shall be included in the unit rate of item. | 29 | Each | - | - |
| 8 | M&L for hard core of broken stone or boulders of guage n.exc 63mm deposited spread and levelled in layer n.exc 15cm thick watered and well rammed to true surfaces complete all as specified and directed by Engr-In-Charge. | 163 | Cum | - | - |
| 9 | M & L for cement concrete 1:3:6 type C-2 (40 graded stone aggregate) as in post holes, foundation ,filling and mass concrete complete all as specified and directed by Engr-In-Charge. | 11 | Cum | - | - |
| 10 | M&L for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, choukhat for door and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by engr -in-charge | 2,250 | Kg | - | - |
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